Rural Development Department Tender
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Costs
EMD
₹ 2,53,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CERWI_138027_1Tender No
NCB-15/RWCKJR/2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
... More
Road - B
4054
8
33526.58
... More
Road - C
4486
8
37099.22
... More
Scrapping, cleaning the road surface applying tack coat using 3.00kg of bitumen for 10sqm and laying of one layer of 37.5mm thick by using 0.45cum of 25mm to 40mm grade bitumin for 10 sqm in each layer with 0.12 cum of 12mm size B.H.G. C.B chips as key stone for 10 sqm.spreading over and laying induding heating pouring, spreading bitumirl metal and chips and compacting with P.R.R including cost ,conveyance royalty taxes of all required metterials,hire and running chsrges of mechinaries T&P etc complete as per direction of the Engineer-in-charge
-
-
-
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Road - A
586.98
350
205771.71
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Road - B
70
330
23148.3
... More
Road - C
352.77
337
119137.48
... More
Providing and applying painting over the plastered surfaces with 2 coats of cement paint of approved quality and shade, using the required quanity as specified by the manufacturer to give an even shade including cost of all materials, labour, conveyance, taxes, cess, royalities, scaffolding, watering, curing, sundries, tools and plants etc. complete as per the direction of the Engineer-in-Charge.
-
-
-
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Road - A
203.49
44
9006.47
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Road - B
126.5
44
5598.89
... More
Road - C
223.61
44
9896.98
... More
200 mm stone
-
-
-
... More
Road - A
23
703
16174.75
... More
Road - B
8
690
5523.84
... More
Road - C
8
691
5535.52
... More
Reinforced cement concrete M15 grade Guard stone/local stone of standard design as per IRC:25 fixed position including finishing as per drawing and Technical specification Clause of MORD.
-
-
-
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Road - A
140
990
138717.6
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Road - B
70
984
68929
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Road - C
166
985
163621.22
... More
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 7 as per the direction of the Engineer-in-charge.
-
-
-
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(a) 600 mm equilateral Triangle
-
-
-
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Road - A
8
3552
28418.8
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Road - B
6
3487
20926.2
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Road - C
10
3524
35240.6
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(b) 600 mm dia Circular
-
-
-
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Road - A
12
4496
53957.28
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Road - B
4
4431
17727.16
... More
Road - C
12
4468
53617.92
... More
80 mm x 60 mm rectangular
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-
-
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Road - A
4
5068
20275.36
... More
Road - B
3
5004
15012.6
... More
Road - C
4
5040
20162.24
... More
1200 x 900 information board
-
-
-
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Road - A
4
9529
38116.44
... More
Road - C
4
9500
38003.32
... More
Construction of embankment with approved materials obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5 kms, spreading and grading to required slope and compacting meet requirement of table 300-2 & clause 305 of MoSRT&H specifications 94th revision)
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-
-
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Road - A
599.22
223
134069.48
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Road - B
79.8
223
17854.45
... More
Road - C
1782.6
223
398838.92
... More
Providing supplying and spreading moorum on road surface to required thickness including cost carriage and royalty of moorum etc complete.as per specification and direction of Engineer -in –charge
-
-
-
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Road - A
195.5
613
119884.51
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Road - B
263.7
613
161706.11
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Road - C
291.8
613
178937.6
... More
Providing Cement Concrete (1:2:4) with 12mm stone aggregate in foundations upto a depth of 1.5m below ground level and upto a height of 1.5m above ground level / bed level including cost and conveyance of all materials to site, and all labour charges complete as per direction of E.I.C.
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-
-
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Road - A
66.12
7279
481298.72
... More
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
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-
-
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Road - A
61.65
6807
419694.71
... More
Labour for M.S. reinforcement for RCC work including cutting, bending, binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge. including cost, conveyance, royalty and other taxes of all materials, labour, sudries, T&P, all taxes, royalites, loading and unloading etc complete as per the direction of Engineer-in-Charge as per the approved specification.
-
-
-
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Road - A
5.7
8386
47800.26
... More
Cement concrete (1:3:6) using 40mm size B.H.G C.B chips lauingin layers not exceeding 150mm ramming in rammer,watering and curing etc. complete as per the direction of Engineer-in-Charge as per the approved specification.
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-
-
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Road - C
97.97
6128
600390.53
... More
Providing weep holes in Brick masonary / Plain / Reinforced concrete abutment, wing wall / returning wall with 100mm dia AC pipe, extending through the full width of the structure with slope of IV : 20H towards drawing foce, complete as per the direction of the E.I.C.
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-
-
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Road - C
26.4
108
2877.07
... More
Earth work in excavation of foundation in hard soil with all leads and lift including rough dressing breaking clods and leveling bed and depositing the excavated materials away from the working area etc. complete as directed E.I.C.
-
-
-
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Road - C
87.75
270
23771.48
... More
Providing filling foundation and plinth with sand well watered and rammed with rammer including cost of al materials and labour T&P etc complete as per the direction of Engineer-in-Charge as per the approved specification.
-
-
-
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Road - C
20.48
722
14806.43
... More
Part-III (RENEWAL COAT)
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-
-
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Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and / or compressed air to receive bituminous treatment.as per direction of Engineer in charge.
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-
-
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Road - A
5891.76
5
31520.92
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Road - B
3069
5
16419.15
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Road - C
11268.28
5
60285.3
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per the direction of the Engineer-in-charge
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-
-
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Road - A
5891.76
13
79479.84
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Road - B
3069
13
41216.67
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Road - C
11268.28
13
152009.1
... More
Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504 and as per the direction of the Engineer-in-charge.
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-
-
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Road - A
50.19
7364
369599.66
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Road - B
91.81
7583
696212.67
... More
Road - C
35.42
7082
250869.59
... More
Providing and laying Semi Dense Bituminous Concrete with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled,vibratory roller and tandem rollers to achieve the desired compaction as per Clause-508 of MoSRT&H Specification for Road & Bridge works(4th Revision) as per specification and direction of Engineer -in –charge.
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-
-
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Road - A
147.3
10251
1510017.96
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Road - B
76.73
10433
800540.2
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Road - C
211.61
9916
2098392.48
... More
Part-IV (Emergency Work)
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-
-
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Road - A
1
421874
421874.44
... More
Road - B
1
231861
231861.31
... More
Road - C
1
493303
493303.13
... More
Part-II (Routine Maintenance)
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-
-
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B T Road
-
-
-
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Road - A
-
-
-
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1st year
1.96
30600
59823
... More
2nd year
1.96
36100
70575.5
... More
3rd year
1.96
51300
100291.5
... More
4th year
1.96
59000
115345
... More
5th year
1.96
66100
129225.5
... More
Road - B
-
-
-
... More
1st year
1.02
30600
31303.8
... More
2nd year
1.02
36100
36930.3
... More
3rd year
1.02
51300
52479.9
... More
4th year
1.02
59000
60357
... More
5th year
1.02
66100
67620.3
... More
Road - C
-
-
-
... More
1st year
2.24
30600
68635.8
... More
2nd year
2.24
36100
80972.3
... More
3rd year
2.24
51300
115065.9
... More
4th year
2.24
59000
132337
... More
5th year
2.24
66100
148262.3
... More
CC Road
-
-
-
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Road - B
-
-
-
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1st year
1
29000
29116
... More
2nd year
1
29000
29116
... More
3rd year
1
29000
29116
... More
4th year
1
29000
29116
... More
5th year
1
29000
29116
... More
Road - C
-
-
-
... More
1st year
0.86
29000
24853
... More
2nd year
0.86
29000
24853
... More
3rd year
0.86
29000
24853
... More
4th year
0.86
29000
24853
... More
5th year
0.86
29000
24853
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